I-495 HOT LANES PROJECT VIRGINIA CONCRETE CONFERENCE CONCRETE: LEADING THE WAY. Dan Staron, P.E. HNTB Corporation MARCH 4, 2010
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1 VIRGINIA CONCRETE CONFERENCE CONCRETE: LEADING THE WAY Dan Staron, P.E. HNTB Corporation MARCH 4, 2010
2 PRESENTATION OVERVIEW Project Background/Highlights Design Challenges Technical Details Concrete Applications/Details
3 14.5 MILE SEGMENT OF THE CAPITAL BELTWAY N&S N&S Dulles Toll Road Westpark westpark Connector Jones Branch Drive N&S S Route 7 I - 66 N&S S Route 29 Gallows Road N Braddock Road N N&S Phase VIII Springfield IC
4 VDOT s FIRST MAJOR HOT LANES P3 PROJECT Connects I-66, I-95 and the Dulles Toll Road 75-year operation agreement with private concessionaire Addition of two new HOT lanes in each direction for 14.5 miles Buses and HOV-3 travel toll-free Tolls for HOT lanes vary based on congestion/demand
5 PROJECT SUMMARY 57 bridges - majority new or replacement structures Expanded Bike/Pedestrian accommodations on arterial crossings Reconstruction of 12 interchanges 70,000 LF (14 miles) of soundwalls constructed along the corridor Electronic open road tolling w/o toll booths
6 PROJECT SUMMARY Design Sections I-495 HOT Lanes Design Sections Design Sections 1 4 = Construction Segment 1 Design Sections 5 = Construction Segment 2 Design Sections 6 & 7 = Construction Segment 3 Springfield IC Phase VIII = Construction Segment 4
7 PROJECT SUMMARY Construction Areas I-495 HOT Lanes Construction Segments Design Sections 1 4 = Construction Segment 1 Design Sections 5 = Construction Segment 2 Design Sections 6 & 7 = Construction Segment 3 Springfield IC Phase VIII = Construction Segment 4
8 D/B Contract 8 O/M Contract I-495 HOT LANES PROJECT Amended and Restated Comprehensive Agreement Concessionaire (CBE) Design-Build Contractor Operations & Maintenance Consultants/Subcontractors Subcontractors TMS Integrator TBD ETC System Integrator - TBD
9 PROJECT TIMELINE PLANNING AND ENVIRONMENTAL STUDIES PRELIMINARY DESIGN FINANCIAL CLOSE FINAL DESIGN CONSTRUCTION
10 FUNDING OF TOTAL PROJECT COST WITH FINANCING OF $1.9B ($1.4B CONSTRUCTION) $ $409M Commonwealth of Virginia $349M Private Equity $586M Private Activity Bonds $585M FHWA TIFIA Loan
11 DESIGN CHALLENGES Compressed design schedule (16 months +/-) Tight urban confines\mot Geotechnical explorations\design 200 +/- Approved For Construction (AFC) Packages All 8 sections of the project (4 construction areas) designed and being constructed concurrently Coordination with Dulles Metrorail Phase I crossing in Tyson s Corner
12 TECHNICAL DETAILS Load Factor Design (LFD) employed for structural design Both concrete and steel superstructures utilized VDOT integral abutment details employed to the extent possible Pier cap geometrics and column/cap sizes standardized for construction efficiency Low permeability concrete Used throughout the project
13 CONCRETE APPLICATIONS DRILLED SHAFTS Bridge piers primarily founded on drilled shafts socketed into competent rock or terminating in highly-weathered rock Typical drilled shafts sizes range from 48 to 60. Selected locations have larger (up to 96 ) shafts Both temporarily cased and slurry shafts employed 3000 to 5000 psi mixes typically utilized; 2500 coulombs max.; # 8 aggregate used Approximately 13,000 LF; 8,600 cubic yards of concrete required project-wide for drilled shafts
14 CONCRETE APPLICATIONS DRILLED SHAFTS
15 CONCRETE APPLICATIONS SUBSTRUCTURES Maintain Springfield Interchange aesthetic Section 8 (Phase VIII) Common details/shapes/sizes for Sections ,000 Cubic Yards of concrete required
16
17 CONCRETE APPLICATIONS SUPERSTRUCTURES VDOT PCBT s utilized where span configurations and site constraints allowed Typically employing 45, 53 or 61 deep PCBT s Typical concrete strengths between 5000 psi and 8000 psi - Release strengths typically at 0.8f c
18 CONCRETE APPLICATIONS BRIDGE DECKS Conventional slab on girder or slab on PSBT construction A4 or Class 30 low permeability mixes utilized 36,000 Cubic Yards of concrete for bridge decks required for the project
19 CONCRETE APPLICATIONS RETAINING WALLS MSE and Post/Panel walls employed 900,000 Square Feet of retaining structure required for the project
20 CONCRETE APPLICATIONS SOUND WALLS Ground-mounted walls concrete panels/concrete posts 70,000 LF; 1,200,000 SF of soundwall required for the project
21 IN CLOSING: I-495 HOT Lanes will bring sorely needed additional capacity to Northern Virginia s congested Main Street Current estimated monthly construction activity in 2010 is on the order of $30M per month Project is on-schedule and looking forward to a very productive the new General Purpose lanes (4 SB /4 NB) from Gallows Road south to be in service by year-end
22 THANKS! Dan Staron, HNTB Corporation Additional Information:
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